Review

Experimental and Numerical Modelling of Dam Spillways

Volume: 13 Number: 2 June 30, 2018
EN

Experimental and Numerical Modelling of Dam Spillways

Abstract

Each dam structure stands specific design according to the topography and climatic conditions of the intended purpose and the region to be constructed. Because of these specifications, each water structure is unique and needs to be projected differently. In the process of designing of hydraulic structures, there are many parameters should be included in order to describe the phenomena so it is not possible to define it exactly mathematically. In this point engineers try to avoid the mistakes and find the most appropriate solutions in these structures, which are very expensive to construct.  The problems that can be seen after the dam structure is constructed and moreover opened to operation can cause the loss of life and property which cannot be compensated. It is not economical either. Physical and numerical model studies may prevent the dam structure from these damages. The experimental tests and mathematical model studies in hydraulic studies are the measures of the accuracy of the study. If there is no time, area and labour limitations experimental studies may be preferable. Otherwise, mathematical model studies, which use high performance computers, may be another choice to test the structure before constructed it. As a result, any modelling within the possibilities before the construction of the hydraulic structures is important in terms of preventing serious damages of life and property losses. In this study, experimental and numerical study of a dam spillway will be presented. Differences and similarities will be shown in hydraulic view.

Keywords

References

  1. Bureau of Reclamation (1977) Design of small dams, U.S. Government, Printing Office, pp: 635-688, Washington, DC, US.
  2. Hirt CW, (1992) Volume-fraction techniques: Powerful tools for flow modelling. Flow science report, No. FSI-92-00-02, Flow Science, Inc., Santa Fe, N.M.
  3. Hirt CW, Nichols BD, (1981) Volume of fluid (VOF) method for the dynamics of free boundaries. J.Comput. Phys., 39, 201-225.
  4. Kumcu SY (2010) Hydraulic model studies of Kavsak Dam and HEPP, DSI Report, HI-1005, DSI-TAKK publications, pp:1-55, Ankara,
  5. Kumcu SY, (2008) Hydraulic model studies of Yedigoze Dam and HEPP, DSI Report, HI-995, DSI-TAKK publications, pp:1-72, Ankara,
  6. Kumcu SY, (2017) Investigation of flow over spillway modeling and comparison between experimental data and CFD analysis. KSCE J. Civil Engi., 21, 994-1003.
  7. Nichols BD, Hirt, CW, (1975) Methods for calculating multidimensional, transient free surface flows past bodies. First Iintern. Conf. on Numerical Ship Hydrodynamics, Gaithersburg, MD. pp:1-27, STI Publication, ABD
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Details

Primary Language

English

Subjects

Engineering

Journal Section

Review

Authors

Publication Date

June 30, 2018

Submission Date

April 15, 2018

Acceptance Date

June 28, 2015

Published in Issue

Year 2018 Volume: 13 Number: 2

APA
Kumcu, S. Y. (2018). Experimental and Numerical Modelling of Dam Spillways. Journal of International Environmental Application and Science, 13(2), 78-81. https://izlik.org/JA53AA76KP
AMA
1.Kumcu SY. Experimental and Numerical Modelling of Dam Spillways. J. Int. Environmental Application & Science. 2018;13(2):78-81. https://izlik.org/JA53AA76KP
Chicago
Kumcu, S. Yudagul. 2018. “Experimental and Numerical Modelling of Dam Spillways”. Journal of International Environmental Application and Science 13 (2): 78-81. https://izlik.org/JA53AA76KP.
EndNote
Kumcu SY (June 1, 2018) Experimental and Numerical Modelling of Dam Spillways. Journal of International Environmental Application and Science 13 2 78–81.
IEEE
[1]S. Y. Kumcu, “Experimental and Numerical Modelling of Dam Spillways”, J. Int. Environmental Application & Science, vol. 13, no. 2, pp. 78–81, June 2018, [Online]. Available: https://izlik.org/JA53AA76KP
ISNAD
Kumcu, S. Yudagul. “Experimental and Numerical Modelling of Dam Spillways”. Journal of International Environmental Application and Science 13/2 (June 1, 2018): 78-81. https://izlik.org/JA53AA76KP.
JAMA
1.Kumcu SY. Experimental and Numerical Modelling of Dam Spillways. J. Int. Environmental Application & Science. 2018;13:78–81.
MLA
Kumcu, S. Yudagul. “Experimental and Numerical Modelling of Dam Spillways”. Journal of International Environmental Application and Science, vol. 13, no. 2, June 2018, pp. 78-81, https://izlik.org/JA53AA76KP.
Vancouver
1.S. Yudagul Kumcu. Experimental and Numerical Modelling of Dam Spillways. J. Int. Environmental Application & Science [Internet]. 2018 Jun. 1;13(2):78-81. Available from: https://izlik.org/JA53AA76KP

“Journal of International Environmental Application and Science”